A Three-dimensional Effective Stress Model for Cyclicly Loaded Granular Soils PDF Download
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Author: Robert Riggs Young
Publisher:
ISBN:
Category : Soil dynamics
Languages : en
Pages : 670
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Book Description
Author: Robert Riggs Young
Publisher:
ISBN:
Category : Soil dynamics
Languages : en
Pages : 670
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Book Description
Author: Claudio Giulio di Prisco
Publisher: Springer Science & Business Media
ISBN: 3709110688
Category : Science
Languages : en
Pages : 580
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Book Description
T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction. The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
Author: M. P. O'Reilly
Publisher: Taylor & Francis
ISBN: 9780442304102
Category : Gardening
Languages : en
Pages : 479
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Book Description
Author: Joseph Patrick Schwab
Publisher:
ISBN:
Category : Drift waves
Languages : en
Pages : 322
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Book Description
Author: John M. Ferritto
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 114
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Book Description
In the Prevost effective stress soil model, soil is viewed as a multi-phase medium consisting of an inelastic porous skeleton and viscous fluids. The model is a general analytical that describes the nonlinear, anisotropic, elasto-plastic, stress and strain dependent, and strength properties of the skeleton when subjected to a three-dimensional loading. This report presents a summary of the Prevost model. A summary of the model formulation is given with its implementation into the DYNAFLOW finite element code. Test data are compared with code prediction. Several boundary value problems are solved as a demonstration of capability.
Author: T. K. Lew
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
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Book Description
The study presents the results of tests of rigid, solid, spherical, three-dimensional stress cells for measuring the complete state of stress at a point in a soil field under static or dynamic loading. In addition, a theory is presented for defining the behavior of a spherical stress cell embedded in nonlinear materials. The test results indicate that the stress cells are excellent for making static measurements in sand but that their adequacy for dynamic measurements requires further evaluation. (Author).
Author: American Society of Agricultural Engineers
Publisher:
ISBN:
Category : Agricultural engineering
Languages : en
Pages : 730
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Book Description
Author: Jamiolkowski
Publisher: CRC Press
ISBN: 9789058090775
Category : Deformations (Mechanics)
Languages : en
Pages : 496
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Book Description
The second of two volumes from the 1999 conference (v.1 was published in 1999) makes available the opening lecture on pre-failure behavior of soils as construction materials, as well as 24 contributions on various themes of the conference, laboratory tests, in situ tests, stress-strain behavior, applications and case histories. Some specific topics include time-dependent deformation characteristics of stiff geomaterials, boundary value problems in geotechnical engineering, and the effect of reinforcement due to choice of geogrid. There is no subject index. c. Book News Inc.
Author: T. K. Lew
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
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Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 426
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Book Description
